HomeMy WebLinkAboutPlans Applicant 12/4/2023G0.0
Drawing name: 22-7932 SiteReview.dwgSaved on: Nov 14, 2023@ 8:38amSHEET
REVISIONS
date by
job
drawn
date
checked
filed
22-7932
11/14/23
MAC
CLM
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
OREGON
77009
RENEWS: 12/31/23MICH
AEL A L A N COXREGISTE R E D PROFE
S
S
I
ONALEN G I N E
E
RJ
U
NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478SITE PLAN REVIEW PLANS FOR:
PARKING LOT EXPANSION
THURSTON COMMUNITY BAPTIST CHURCH
TITLE SHEET,
COVER SHEET
1
SCALE: NOT TO SCALE
1
G0.0
VICINITY MAP
NPROJECT AREA:
6364 MAIN STREET
5of
G G
FH(E) 30'-0"(E) 30'-0"(E) 60'-0" R.O.W.FHDrawing name: 22-7932 SiteReview.dwgSaved on: Nov 14, 2023@ 11:13amSHEET
REVISIONS
date by
job
drawn
date
checked
filed
22-7932
11/14/23
MAC
CLM
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
OREGON
77009
RENEWS: 12/31/23MICH
AEL A L A N COXREGISTE R E D PROFE
S
S
I
ONALEN G I N E
E
RJ
U
NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478C1.0C1.0
EXISTING SITE
CONDITIONS
PLAN
0 15'90'
SCALE: 1" = 30'-0"
30'60'
1
C1.0
EXISTING SITE CONDITIONS PLAN
NSITE PLAN & DIMENSIONS
BASED ON RECORD PLANS &
GOOGLE EARTH IMAGERY.
DIMENSIONS TO BE VERIFIED
WHERE REQUIRED.
1
C2.0
PROJECT AREA
TIME OF TRAVEL: "20-99 COMBINED ZOC",
PER THE MAY 2019 STANDARD
WELLHEAD PROTECTION MAP
(E) CHAINLINK FENCING & LANDSCAPING,
INCLUDING PERIMETER TREES, TO REMAIN, TYP.
(E) VISION CLEARANCE
TRIANGLE, TYP.
(E) SITE & STREET
UTILITY ELEMENTS, TYP.
(E) OVERHEAD
WIRES, TYP.
(E) LED STREET
LIGHTING, TYP.
(E) MAILBOXES, TYP.
(E) FIRE HYDRANT, TYP.
(E) GRASSY SWALE, TO BE REMOVED
(E) 4' TALL RAILROAD TIE
RETAINING WALL, FENCING &
LANDSCAPE SCREEN TO REMAIN.
(E) LED STREET LIGHTING, TYP.
APPROXIMATE LINE OF
"ZONE OF CONCENTRATION"
(E) SIDEWALK
SALEM-URBAN
LAND COMPLEX
COBURG-URBAN
LAND COMPLEX
COBURG-URBAN
LAND COMPLEX
COURTNEY
GRAVELLY
SILTY CLAY LOAM
0 50'300'
SCALE: 1" = 100'-0"
100'200'
2
C1.0
SITE SOIL TYPES
NSOURCE:
https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx
MAP UNIT: 119
MAP UNIT: 32
MAP UNIT: 2224A
MAP UNIT: 32
DEVELOPMENT AREAS
PROJECT SITE: 6364 MAIN STREET EXISTING
AREAS
PROPOSED
AREAS
1 IMPERVIOUS: GRADE AREA
ASPHALT DRIVE AREAS 18,525 SQ. FT.29,714 SQ. FT.
CONCRETE WALKS & CURBS 4,321 SQ. FT.4,556 SQ. FT.
SUBTOTAL 22,846 SQ. FT.34,270 SQ. FT.
2 IMPERVIOUS: ROOF AREA
BUILDING: CHURCH 5,038 SQ. FT.5,038 SQ. FT.
BUILDING: MULTI-PURPOSE 4,000 SQ. FT.4,000 SQ. FT.
SUBTOTAL 9,038 SQ. FT.9,038 SQ. FT.
TOTAL IMPERVIOUS AREA 31,884 SQ. FT.43,308 SQ. FT.
3 PERVIOUS: GRADE AREA
GRAVEL: DRIVEWAY 2,701 SQ. FT.0 SQ. FT.
SUBTOTAL 2,701 SQ. FT.0 SQ. FT.
4 PERVIOUS: LANDSCAPE AREA
LANDSCAPING: GENERAL 16,432 SQ. FT.8,055 SQ. FT.
LANDSCAPING: PARKING ISLANDS 0 SQ. FT.674 SQ. FT.
LANDSCAPING: PARKING PERIMETER 4,355 SQ. FT.4,355 SQ. FT.
SUBTOTAL 20,787 SQ. FT.13,084 SQ. FT.
5 PERVIOUS: STORMWATER TREATMENT AREA
INFILTRATION: SWALES 1,964 SQ. FT.0 SQ. FT.
INFILTRATION: RAINGARDENS 0 SQ. FT.944 SQ. FT.
SUBTOTAL 1,964 SQ. FT.944 SQ. FT.
TOTAL PERVIOUS AREA 25,452 SQ. FT.14,028 SQ. FT.
TOTAL SITE AREA 57,336 SQ. FT.57,336 SQ. FT.
1.32 ACRES 1.32 ACRES
0°
2 5of
1.GROUNDWATER SHOWN TO BE AT
APPROXIMATELY 14 FEET BELOW GROUND
SURFACE. SEE WELL LOGS IN
STORMWATER REPORT APPENDICES.
EXISTING CONDITIONS NOTES:
Drawing name: 22-7932 SiteReview.dwgSaved on: Nov 14, 2023@ 1:41pmSHEET
REVISIONS
date by
job
drawn
date
checked
filed
22-7932
11/14/23
MAC
CLM
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
OREGON
77009
RENEWS: 12/31/23MICH
AEL A L A N COXREGISTE R E D PROFE
S
S
I
ONALEN G I N E
E
RJ
U
NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478C2.0
SITE
DEVELOPMENT
PLAN
0 5'30'
SCALE: 1" = 10'-0"
10'20'
1
C2.0
SITE DEVELOPMENT PLAN
NREMOVE (E) SIDEWALK & PAVING
AS NEEDED FOR SMOOTH GRADE
TRANSITION. INSTALL NEW
ASPHALT PAVING.
PROPOSED SOUTH
STORMWATER INFILTRATION
RAINGARDEN, SEE DETAIL 2,
C4.0
(E) VISION CLEARANCE
TRIANGLE, TYP.
(E) SITE & STREET
UTILITY ELEMENTS, TYP.
(E) MAILBOXES
(E) FIRE HYDRANT, TYP.
NEW SITE LIGHTING FIXTURES (4),
DESIGN- BUILD BY ELECTRICAL
CONTRACTOR, TYP.
FIXTURE NOT TO EXCEED 12'-0" HIGH,
LIGHTING SHALL NOT ILLUMINATE
ADJACENT PROPERTIES
PROPOSED CANOPY TREES & SHRUBS,
DESIGN-BUILD BY LANDSCAPE CONTRACTOR.
LANDSCAPING SHALL BE COMPATIBLE W/
STORMWATER TREATMENT FACILITY &
SHALL MEET CHAPTER 4.4 OF SPRINGFIELD
DEVELOPMENT CODE, DISTRIBUTED THROUGHOUT
(E) 4' TALL RAILROAD TIE RETAINING WALL,
FENCING & LANDSCAPE SCREEN TO REMAIN.
PROPOSED LANDSCAPE
PLANTERS, TYP.
PROPOSED 6" STORMWATER LINE
PROPOSED 6" PERFORATED
STORMWATER LINE, TYP.
PROPOSED 6" PERFORATED
STORMWATER LINE, TYP.
PROPOSED 6" STORMWATER
OVERFLOW ORIFICED RISERS
(3 EACH)
PROPOSED 6" STORMWATER
CLEANOUTS (2 EACH)
PROPOSED 6" CONNECTION TO
EXISTING PUBLIC CATCH BASIN
PROPOSED 6" STORMWATER
CLEANOUT
PROPOSED 12" STORAGE
AGGREGATE EXTENDING TO THE
BOTTOM OF THE EXISTING STORM
FACILITY. CONTRACTOR TO
EXCAVATE 12" AND SCARIFY
EXISTING FACILITY AND INSTALL
24" DRAIN ROCK. SEE NORTH
RAINGARDEN DETAIL
INFILTRATION TEST
LOCATIONS
3 5of
PROPOSED 4" PERFORATED
STORMWATER LINE, TYP.
PROPOSED NORTH
STORMWATER INFILTRATION
RAINGARDEN, SEE DETAIL 2,
C4.0
PROPOSED 4' PEDESTRIAN
ACCESS WAY
1.ALL FLOW LINE ELEVATIONS TO BE
VERIFIED BY CONTRACTOR.
STORMWATER NOTES:
PROTECT EXISTING
RAMP AND SIDEWALK
Drawing name: 22-7932 SiteReview.dwgSaved on: Nov 14, 2023@ 1:43pmSHEET
REVISIONS
date by
job
drawn
date
checked
filed
22-7932
11/14/23
MAC
CLM
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
OREGON
77009
RENEWS: 12/31/23MICH
AEL A L A N COXREGISTE R E D PROFE
S
S
I
ONALEN G I N E
E
RJ
U
NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478C3.0
GRADING &
PAVING PLAN
0 5'30'
SCALE: 1" = 10'-0"
10'20'
1
C3.0
PAVING & GRADING PLAN
N3" LEVEL 2 HMAC OVER
8" COMPACTED 3
4"-0
AGGREGATE
EXISTING ASPHALT
WHEEL STOPS
FOR ALL PARKING
STALLS, TYP.
6" CONCRETE CURBS WITH CURB
CUTS ADJACENT TO
RAINGARDENS. PEA GRAVEL OR
DRAIN ROCK SPLASH PADS AT ALL
CURB CUTS
18'X9' PARKING STALLS. STRIPE
PER ODOT STANDARD
SPECIFICATIONS, TYP.
6" CONCRETE CURBS WITH CURB
CUTS ADJACENT TO RAINGARDENS.
PEA GRAVEL OR DRAIN ROCK
SPLASH PADS AT ALL CURB CUTS
4' WIDE STRIPED PEDESTRIAN
ACCESS WAY. STRIPE PER ODOT
STANDARD SPECIFICATIONS.
4 5of
1.EXISTING CONDITIONS ELEVATIONS WERE
SURVEYED USING NGVD29 DATUM.
2.ALL ELEVATIONS TO BE VERIFIED BY
CONTRACTOR.
VERTICAL DATUM NOTES:
1.APPROXIMATE CUT = 520 CY
2.APPROXIMATE FILL = 500 CY
CUT-FILL NOTES
SCALE: NOT TO SCALE
2
C4.0
NORTH RAINGARDEN SECTION
SEE NOTE 4
6"MAX.3'-0"1'-6"1'-6"
6'-0"2'-0"1'-0"6"6"
3" LEVEL 2 HMAC
6" OVERFLOW W/ GRATE
(3)
6" CURB @ ASPHALT W/ 1'-0"
CURB CUTS AT 5'-0" O.C.
6" PERF. PIPE TO MAIN
LINE. SEE STORMWATER
PLAN.2"2" FREEBOARD, MIN.
24" MIN. DRAIN
ROCK
FILTER FABRIC
12" MIN. GROWING
MEDIUM6"6"AGGREGATE
BASE AS
REQ'D, TYP.
6" CURB @ ASPHALT W/ 1'-0"
CURB CUTS AT 5'-0" O.C.
1.REFER TO SITE DEVELOPMENT AND
GRADING PLANS FOR ELEVATIONS.
2.DRAIN ROCK IS 3/4" - 2 1/2" WASHED ROCK.
3.GROWING MEDIUM TO BE IMPORTED TOP
SOIL OR AMENDED TOP SOIL.
4.INSTALL WASHED PEA GRAVEL OR DRAIN
ROCK AT ALL CURB CUTS AND INLETS TO
TRANSITION INTO INFILTRATION GARDENS.
5.SEE LANDSCAPING PLANS FOR VEGATION
AND PLANTING PLAN.
CONSTRUCTION NOTES:
SCALE: NOT TO SCALE
1
C4.0
SOUTH RAINGARDEN SECTION
SEE NOTE 46"MAX.3'-0"1-6"1'-6"
6'-0"1'-0"EXISTING ASPHALT
6" OVERFLOW W/ GRATE
(3)
6" PERF. PIPE TO MAIN
LINE. SEE, C2.02"2" FREEBOARD, MIN.
24" MIN. DRAIN
ROCK
FILTER FABRIC
12" MIN. GROWING
MEDIUM6"6"AGGREGATE
BASE AS
REQ'D, TYP.
6" CURB @ ASPHALT W/ 1'-0"
CURB CUTS AT 5'-0" O.C.
12" MIN. DRAIN ROCK EXTENDING TO BOTTOM
OF EXISTING SWALE. SEE PLAN
FILTER FABRIC
4" PERF. PIPES (4), SEE
C2.0 2'-0"Drawing name: 22-7932 SiteReview_Details.dwgSaved on: Nov 14, 2023@ 11:02amSHEET
REVISIONS
date by
job
drawn
date
checked
filed
22-7932
11/14/23
MAC
CLM
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
OREGON
77009
RENEWS: 12/31/23MICH
AEL A L A N COXREGISTE R E D PROFE
S
S
I
ONALEN G I N E
E
RJ
U
NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478C4.0
STORMWATER
DETAILS
5 5of
LANDSCAPE ARCHITECTURE & DESIGN
2150 University St. Eugene, Oregon 97403
Phone:(541) 484-7367
Email:info@stangelandlandscape.com
Web:www.stangelandlandscape.com®SYMBOLQTYBOTANICAL / COMMON NAMECONTTREESSHRUBSSYMBOLQTYBOTANICAL / COMMON NAMECONTSPACINGGROUND COVERS® ® STORMWATER
Thurston Baptist ChurchDesignerMarcus MiddletonDate10/06/2023ScaleTo ScaleDrawing No.SummaryScheduleSymbol Label QTY Manufacturer CatalogA0 LIGHT EFFICIENTDESIGN, LLCSL-SAL-OG-30WB4 LIGHT EFFICIENTDESIGNSL-SAL-OG-30W0.10.10.10.10.10.10.10.10.20.20.20.10.10.10.10.10.10.10.20.20.30.30.30.30.30.20.20.10.10.10.10.20.30.30.40.40.40.40.40.40.40.40.40.30.30.20.10.20.60.80.90.80.80.70.50.40.50.60.70.80.80.70.60.30.10.10.71.41.71.51.31.10.70.50.40.50.70.91.11.31.51.40.80.20.41.52.62.62.01.51.10.80.50.40.50.70.91.31.72.32.31.60.30.42.24.33.82.51.61.10.80.60.50.50.71.01.42.13.13.82.50.60.33.66.75.13.11.81.20.80.60.50.50.71.01.52.54.26.24.50.64.35.93.21.91.20.80.60.40.50.71.11.62.74.98.36.90.30.23.46.85.13.01.81.20.80.60.50.60.81.11.62.74.67.35.50.60.31.94.13.72.41.61.10.80.60.50.60.81.01.52.33.64.83.60.80.10.21.32.52.61.91.41.00.80.60.50.60.71.01.42.02.73.02.20.60.10.10.71.51.71.51.31.00.70.60.50.60.81.01.31.61.91.81.20.30.10.30.60.90.90.90.80.70.60.60.60.81.01.11.21.10.90.50.30.20.10.20.30.40.50.60.60.60.60.70.80.80.80.70.70.60.40.40.30.10.20.30.40.50.50.60.60.70.80.70.70.70.70.60.60.60.50.10.30.50.60.60.60.60.60.60.60.70.90.90.90.90.90.90.90.80.10.40.91.21.31.11.00.80.60.40.50.71.01.21.21.21.31.31.31.20.20.92.12.21.91.51.20.80.50.40.40.61.11.41.71.92.12.12.01.70.21.63.53.52.41.71.20.80.50.30.30.51.11.82.33.03.73.73.52.50.22.86.45.13.01.81.20.80.50.30.30.41.12.03.14.86.26.75.23.53.98.45.93.31.91.20.80.50.30.20.30.81.73.04.87.38.25.53.20.14.17.85.53.11.81.20.80.50.20.10.10.30.81.42.02.63.01.81.20.32.65.34.52.61.61.10.80.50.30.10.10.10.10.30.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.0 0.00.0 0.0 0.00.00.0 0.00.08.8Plan ViewScale - 1" = 25ftNote1. Layout represents a mounting height of 10 feet2. fixtures angled on 15 degrees3. fixtures are ~80% light output4. Avg FC 1.25. Max FC 8.8StatisticsDescription Symbol Avg Min Max/Min Avg/Min MaxCalc Zone #4 1.2 fc 0.0 fc N/A N/A 8.8 fc
Thurston Baptist ChurchDesignerMarcus MiddletonDate10/06/2023ScaleTo ScaleDrawing No.SummaryView #2
Thurston Baptist ChurchDesignerMarcus MiddletonDate10/06/2023ScaleTo ScaleDrawing No.SummaryView #3